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HomeMy WebLinkAboutNOA WINDOW SINGLE HUNG1 SCANNEDD moffloth, By sKa LUt MIAMI.I 8ti�(00aI DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE:' This NOA is being_ issued under the applicable materials. The documentation submitted has bee Product Control Section to be used in Miami Dal Having Jurisdiction (AHJ). ; This NOA shall not be valid after the expiration d Section (In Miami Dade County) and/or the AHJ to have this product or material tested for qualii perform in the accepted manner, the manufacture immediately revoke, modify, or suspend the use i reserves the right' to revoke this acceptance, if i Section that this product or material fails to meet t This product is approved as described herein; an Codes including the High Velocity Hurricane Zow APPROVAL DOCU'M[ENT: Drawing No. MD4 sheets 1 through-12 of 12, dated 05/15/15, with-reN and sealed by Anthony Lynn Miller, P.E., bearing with the Notice of Acceptance number and expirat Section. MIAMI DADE COUNTY Y PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadL.gov/economi Iles and regulations governing the use of construction reviewed and accepted by Miami -Dade County RER - County and other areas where allowed by. the Authority e stated below. The Miami=Dade County Product Control a areas other than Miami Dade County) reserve the right assurance purposes. If this product or material fails to will incur the expense of -such testing and the AHJ may ' such product or material within their jurisdiction. RER is determined by Miami -Dade County Product Control requirements of the applicable building code. has been designed to comply with the Florida Building ­ g ..,...,,.--a...,� .. , . . 5400-01'titled "Single Hung Window Insfallation - Nl", )n B dated 06/06117, prepared by manufacturer, signed Miami -Dade County Product Control Revision stamp date by the Miami -Dade County Product Control MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer'sname or logo, city, state, model/series, and following statement: "Miami -DE de County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered aft no change in the applicable building code negative TERMINATION of this NOA will occur after tf in the materials, use, and/or manufacture of the pi of any product, for sales, advertising or any other to comply with any section of this NOA shall be cf ADVERTISEMENT: The NOA number prec followed by the expiration date may be dispaaye4 displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA A distributors and shall be available for- inspection at� This NOA revises NOA# 16-0714.04 and consists approval document mentioned above. The submitted documentation was reviewed by M: a renewal application has-been filed and there has been affecting the performance of this product. expiration date or if there has been a revision or change duct or process. Misuse of this NOA as an endorsement urposes shall automatically terminate this NOA. Failure se for termination and removal of NOA. led by the `words Miami -Dade County, Florida, and in -advertising -literature. If any portion of the NOA is be provided to the user -by the manufacturer or its job site at the request of the Building Official. this page 1 and evidence pages E-1 and E-2, as well as Perez, P.E. NOA No. 17-0630.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' A. DRAWINGS ; 1. Manufacturer's die drawings and sections. (Submunder previous NOA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation = NI', sheets 1 through 12 of 12, dated 0915/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed -by Anthony Lynn -Miller, P.E. B. TESTS 1. Test reports on:, 1) Uniform Static Air Pressure Test, Loading per FBC;' TAS`202-94 2) Large Missile Impact'Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC; TAS 203-94 along with marked -up drawings and installation. diagram of a PVC sliding glass door, &PVC fixed window and 'an aluminum sliding glass door, using: Kodispace 4SG TPS spacer systems DurasealQ spacer system, Super. Spacer® NXTT711 spacer system and XL ' EdgeTM spacer system at insulated glass, prepared. by Fenestration Testing Laboratory, Inc., � Test Reports No. FTL-8717, FTL-8968 and ' FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all sigiied•and sealed by Idahnis Ortega, P.E. (Submitted under previoiisNOA No. '16-0714:04)- 2.: Test reports on: 4).Air.Infltration Test, per FBC, TAS 202-9.4', 2) Uniform Static Air Pressure Test, Loading, per, FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test; per FBC 2411.3.2.1,.and TAS' 202-94 5) Large Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94.. . -along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared.by Fenestration,Testing Laboratory, -Inc.,. Test,Report No. FTL-796!14, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted underNOANo.15, 0519.06) , C. CALCULATIONS, , • . 1., Anchor verification calculations and structural analysis, complying with FBC 5--- Edition (2014), dated.05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed•by{Anthony, Lynn.& ller;.P.E: •, (Submitted underNOA No.15-0519.06) , 2. Glazing complies with ASTM E1300-09 . ­ D. : QUAL=:ASS URANCE -1. Miami -Dade Department of Regulatory and Economic Resources (RER). - Manuet Pere Product Control E mine NOA No.17- 63 6 Expiration bate: July 30, 2020 Approval.Date:.:November.30, 2017 E-1 PGT Industries, Inc. E. MATERIAL CERTIFICATIONS (co 1. Notice of Acceptance No. 16-0 , for their "White Rigid PVC Ei 08/10117, expiring on 02/28/18. 2. Notice of Acceptance No.16-0 Inc. for their `Bronze and Ligl Exterior Extrusions for Wind 3. Notice of Acceptance No.16-0' Inc. for their "Performance Co and Doors" dated 09/15/16, exl F. STATEMENTS 1. Statement letter of conformance, 61h Edition (2017), dated June Z Anthony Lynn Miller, P.E. 2. Statement letter of no financial ir signed and sealed by Anthony Ly 3. Proposal issued by Product Conti Jaime Gascon, P.E. Supervisor, P (Submitted under NOA No.15-6 4. Proposal No. 16-0125 issued by t signed by Ishaq Chanda, P.E. (Submitted under previous NOA G. OTHERS 1. Notice of Acceptance No. 16-071i "5400" PVC Single Hung Windoi 07/30120. issued to ENERGI Fenestration Solutions USA Extrusions for Windows and Doors" dated .04 issued to ENERGI Fenestration Solutions USA, r Shades of Cap Coated White Rigid PVC s and Doors" dated 09/15/16, expiring on 04/ 16/20. .05 issued to ENERGI Fenestration Solutions USA, Rigid PVC Exterior Extrusions for Windows na on 04/16/20. implying with FBC 51h Edition (2014) and FBC 2017, issued by manufacturer, signed and sealed by •est, dated June 22, 2017, issued by manufacturer, Miller, P.E. dated 6/26/14 and revised on 8/19/14, signed by iuct Control Section. 9.06) Product Control Section, dated March 09, 2016, 17-0714.04) 04, issued to PGT Industries, Inc. for their Series - N.I. approved on 08/18/16 and expiring on -2 Manuel P .E. Product Contro =-.06 er NOA No. Expiration Date: July 30, 2020 Approval Date: November 30, 2017 ANCHORAGE EXAMPLE FOR 2$1/8- MAX. O.C. RADIUS -TOP 12' MAX, FROM HEADER (SIM. FOR ALL FRAME SEAM WINDOWTYPES) B, SEE 30- MAX O.C. 'l-M}--12• MAX SHEET 3 A, SEE r`- - 1 SHEET3j _ .. —{ , EQUALLY •' -� _ 17-7/8" MAX. O.C. SPACED-- �_ ANCHORS PER TABLES 6&7 O / EQUALLY7// SPACED ANCHORS PER TABLES 687 -I— N 10• MAX O.C. BI HE 13.3W MAX O.C. -L Al 6-12' MAX. B '"-'�--------- j SEE SILLwEEI 52.1/8° MAX BUCK_WIDTH NOTCH DETAB SHEET3 ' 52-W MAX. BUCK WIDTH _ I 30' 12" MAX. EE _ _ —� MAX. O.C. SHE 3 i A SEE I12" MAX- SHEET3 FUCED VISIBLE ; UGHTWIDTH FIXED EQUALLY / VISIBLE —� SPACED LIGHT 17-7/8" MAX O.C. ANCHORSPER - HEIGHT TABLES B & 7 91.78" I O MAX. BUCK T G LI '�- HEIGHT 'K 10" MAX O.C.. - HT X EQUALLY / SASH 1� MAX O.C. SPACED VISIBLE AN OR38&7 PER LIGHT A HEIGHT A l T B 'J,•v �•V,•v,W�, y14 SEESILLWEEP- SASH VISIBLE NOTCH DETAILS, LIGHT WIDTH SHEET3 11 B, SEE SHEET3 A, SEE_ SHEET3 PER 367 ANCHORAGE EXAMPLE' DESIGN PRESSURE RATING IMPACT RATING 21-5/87 MAX. O.C. FORARCH-TOP VARIES PER REINFORCEMENT' NOT RATED FOR HEADER (SIM. FOR WINDOW TYPES) ALL LEVEL, SEE SHEETS 0-7 _ _ IMPACT RESISTANCE 52-118-MAX. BUCK WIDTH / 10" MAX FROM . FRAME SEAM D, SEE SEE SHEETS 8 & 9 __ j1 SHEET4 ���III _._ 30' MAX O.C. -+-J_t2• MAX C. SEE __ SHEET4 to".O.C. 02, MAX 10- MAX.IO.C. BUCK / HEIGHT SEE SHEETS JJJ B&9' 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS-OPTHE FLORIDA B1OMOM11-CODE, INtL•HBAVG" THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ' 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY; USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. - 4) ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X'INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY -TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1AW THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4- MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. ' 7) DESIGN PRESSURES: kt A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. j B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E130D. - C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. ' - 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL•7964; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NOS & ALUMINUM411SIdIIIIIVIANUAL PUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 01 1y tf USER INSTRUCTIONS: �; �cFJvsF'•.l� 1) DETERMINE THE SITE 3PECIFIC. WINDOW OPENINGSS DESIGN PRESSURE REQUIREMENT FROMASCE 7. No. 50 705� i 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR S. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 6 ��� C 1070 TECHNOLOGY DRIVE OBTAINED IN STEP 1. - - - - - -' O �� .' 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE' ANCHOWSUBSTRATE WILL MEET REQUIREMENTS ..�� TE O ��� N. VB410E, FL 34275 FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. �i�C�s'•ORIDA,.` ••r•,' (841}-0BO-160D 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ��YiS�ONAL �' `'��\` CMIPa D2017 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A. LYNN MILLER`P.E. ALLFIXI RESERVED INTEGRAL FIN OR EQUAL LEGIBOX). . . REA 68705 CERT. OF ALITH. #29290 SHEET3 I 84- BUCK HEIGHT AS SHOWN (91.78- j MAX.) 1 C D-t--- 1-114' �r SEE SILL WEEP - NOTCH DETAILS, SHEET4 i / O x _— L__ -17 f GENERAL NOTES ........................... „.................... 1 ELEVATIONS ............. _........................................... 1 FRAME, GLASS & ANCHOR OPTIONS.... ............. 2 INSTALLATION, FLANGE & EQUAL LEGIBOX..... 3 ` INSTALLATION, INTEGRAL FIN& J-CHANNEL... 4 GLAZING DETAILS .... ........................... ............ „... 5 DESIGN PRESSURES ................... „...................... 6-7 ANCHOR QUANTITIES:-....„ ..................._...--..... 8.9 EXTRUSION PROFILES ........:............. .... .„........., 10 ASSEMBLY & PARTS LIST ..........................„........ 11-12 e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 ' •ANSI/AF&PA NDS•2015 FOR WOOD CONSTRUCTION sALUMINUM DESIGN MANUAL, ADM-2015 •AISI 8100-12 - .. -AISC 360.10 UPDATED TO FBC 2017. - JR - 06/06/17 - PRODUCTRBVISED 'es eomplying with Ihepatla Building Code Acceptance Tb% t77 _(o7D ira' Dale /%(J B, A1iam1 ede 1' D=,eptke: , umxn N^ GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15 SH-5400 I NTS 1 1 OF 12 1 MD-SH5400-01 Glass Type Description (L)ated from Exterior to Interior) Design Pressure Table # Sheet # 1 3/4" I.G.: 1/8" AExtedor Cap + 1/2' Air Space + 1/8' A Exterior Cap 4 6 2 - 314" I.O.: 1/8' T Exterior Cap + 1/2" Air Space + 1/8° T Exterior Cap 4, 5 6, 7 3 31C I.G.: 3/16' A Exterior Cap + 31W Air Space + 3/16' A Exterior Cap 4,5 61 7 4' 310 LG.: 3/16" T Exterior Cep + 3/8" Air Space + 3116" T Exterior Cap 4, 5 6,7 Group Anchor Substrate Min_ Edge Dlstaneo Mtn. - -Embedment 'A, 910 SMS (steel, 18$ S.S. - or 410 I S.S.) • • So eon P ne SG=O. 87 1 8° Steel, A36" 3/8' 0.050' Steel Stud, A653 Gr. 33" 3/8' 0.0451" (18 Ga.) Aluminum, 6003451 3/8° 0.DSW 3/16" steel Ultracon P.T. Southern Pine (SG=065) 7/18" 13/8" Concrete (min. 2.85 ksl) Ungrouted CMU,-(ASTM C-90) 2-112" 1-1/4" 8 . #12 SMS (steel, 18-0 S.S. I ot 410 S:S P.T. Southern Pine (SG=0.65) .. 9/16' I'vil. Steel; A36. _ . 3/8' 0.050°_ - Steel Stud, A653 Gr. 33' 3/81 0.0451' (18 Ga.) Aluminum, 600345' 3/6' 0.063" _ 114° steel Ulttacon P.T. Southern Pine (SG=0.55) 1" 1-3/8'1/4' steel Creteflex P.T. Southern Pine (SG-0.55) 1" 1/4° el re-G r G= 5 . .5 C' l47�ates1Uttracon �- _2,85 4 g -muted C(min 1/4 steel Creteflex Concrete (min. 3.35 ksl) 1' 1-3/4' 1/4- steel Uitracon Concrete (min. 2.85 ksl) 2-1/2' 1-3/4' D 1/4° steel Creteflex Concrete (min. 3.35 ksl) 2-112" 1 V4' Ungrouted CMU, (ASTM C-90) 2-12" 1-1/4" IF1/4° steel Aggre-Gator ,Grouted Concrete min. 3.275 ksi I-Ilr 13/8' CMU, (ASTM C-90) 2" 2' -MIN. Ut-J 1MKWWbtlCTuNV InC meI auwIIwIc 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "- Group Anchor Substrate Min. Edge Distance Min. Embedment E- 2-17 x .131' Common Nail P.T. Southern Pine (SG=.55) 318" 2-7116" 2-1/T R ing•shank Roofng Nail P.T. Sauthem Pine (SG=.55) 3/8' 2.7118' F #10 Trusshead SMS (steel, 1B S.S. a 410 S.. S.) P.T. Southern Pure (SG=.55) 1/2' 13f8" Aluminum, 8083_f5• 318• 0 p50 Sleet Stud, Gr. 33" 31W 0.0451" (18 Ga.) Steel, A38' 318' 0.050° #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8' Aluminum 6063T5' 3/8" 1 0.063" Steel Stud, Gr. 33' 3/8" 0.05(r Steel, A36' 3/8° 0.050" mIN. yr Q I nncrwo oc r Vry V , tic mu r,�.�,.o.a, ,..., �• Material' Min F Min. F° Steel Screw . ; 120 ksl 1B8Screw -95ks1 410 Screw-, 110 ksi Elco Aggre-Gator® K127.4 96 ksi Elco UltraCorl9 410 SS Elco CretoFlex® 177 Rai 189.7 kai T6 intan 22 kai A36 Steel • 68 kal Gr. 33 Steel Stud - = 33 ksi'. - 45 ka1 •- Frame Types (see,Flg B) close Options (see Table 1) Frame Conflgs.. (see Flg A) Fromo .: Shapes (sae Fig C) Installation Options that may be used Flange 1-4 Equaldite, Oew & cottage 8 cottage Square/Rect., Arch Top & Radius Top Through the frame of the window...... ..:.into 2X Wood FrameBuckstrip -sheet 3, option 1 ....Into'Concrete/CMU -sheet 3, option 2 ` , through 1XBuckstdp Into ConcretefCMU - eheet 3, option 3 Into Metal -sliest 3, option 4' Box / Eq#4) (#a) 1-4 - - ' - Equal-Lite, OdCotaew & Canoga Square/Rect., Arohdop& Radius Top Thigh the s of the wlndow......... ....Into 2X Woad Frame/Buckstdp -sheet 3, option 1 ,,,Iola Conc2telCMU -sheet 3, option 2 .throughlX8uckstdpInto Concrete/CMU - sheet 3.OPtion3 ....into Metal - sheet 3, option 4 ' J Chanr� (#1)` '=1.4 - Equal-Lite; OdeYPrWew &Cottage SquarelRect:, Arch -TOP & Radius Top Through the integral fn....". ....Into 2X Wood FremeJBuckstdp - sheet 4, option 5 •„•Into Metal -sheet 4, option 7 Through the frame of the Wndow..........int6Meta1= •••• Into 2XWood Frame/BucksMp- sheet 4,option 6 sheet 4, option 8 - Integral Fin (�) ' . ". ., •, 1-4 Equal-Ute. O& Oottage 8 Cotiega _ Square/Rect.,gral Arch -Top 8 Radius Top- - ugh the " in...... Into 2X Wood Frame/Buckstdp - sheet 4, Option 5 ....Into Metal - sheet 4, option 7 EThsaughthe frame hewindow...... into 2X Wood Frame/Buckstd sheet 4, Option 6 .... P - Pti ,.into Motel -sheet 4, option 8 - - crrnoc e• coenac mNcrnuae7lnnlc .'FIGURE B: FRAME TYPES EQUAL-LITE ORIEL COTTAGE e,nnee n wenac cuec=c —►{BUCKWIDTH BUCK WIDTH( — --{BUCK WIDTH �•+-- 10 U / W RECTANGULAR IUS-TOP ARCH -TOP © It 4 I' r■,- I WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SN/IPESMAY-- —�-- PRODUCCREVISEll _ BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING m complyis8 wile du: Florida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM 91didin9Code- THE TABLES ON SHE 0.9. i 11 I 1 r AttCyameo No i - fl vpn���,t LYNI� ReVW= iWioeDate t7Di0 . ANCHORS RE -GROUPED. JR - 06/06/17 * No.68705 Ossafp9on: Grown BY 1070TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI -` �pQ�•, I ��; N.VENICE,FL3W5 : %F IDP,. \C��� (941)480-1600 AOe: •• aBrem,r SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ALLY W0. sedee/Modek scab stood Growing No. R.r a. L1'LER, C P.E. SH-5400 NTS- 2 OF'1 ope- MR, MD-SH5400-01 B' o c e stu-CERT. OF AM.tg129296 - INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME - DIRECTLY INTO CONCRETFJCMU. OPTION —=I— EDGE DISTANCE ! ANCHOREDTHROUGH EMBEDMENT . FRAME INTO ZX WOOD 1/4' MAX SHIM _ FRAME OR BUCKSTRIP. _ SEE NOTE 2, THIS SHEET. 0 EMBEDMENT • ,W _ 1S —' FLANGE FRAME (j _ �� EDGE DISTANCE -SHOWN II U FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT LIM MAX SHIM TYp.ANCHOR TYPE, 44 BALANCE _ - TYPE VARIES 42 WITH SASH TYP. ANCHOR TYPE, EMBEDMENTEDGE AND EMBEDMENT AND EDGE EDGE DISTANCE PER . •. U WEIGHT n,l l DISTANCE PER SUBSTRATE, SEE TABLE 2 SHEET 2 SUBSTRATE, Q — SASH EXTERIOR VISIBLE LIGHT HEIGHT OPT. 86 (2)1' INTERIOR 81 31 30 WEEP NOTCHESAT BO EACH END. EQUAL-LEGIBOX - - FRAME SHOWN zT X 1.25' . WEEPHOLE . • .• WICOVER a@ 2.87'FROM 38 .•q ♦ • - -EACH END. VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX. BUCKSTRIP INTO CONCRETE(CMU. - SEE NOTE 2, THIS SHEET. EMBEDMENT - 16 1/4' MAX SHIM --�I I-►- SASH VISIBLE I EDGE LIGHT WIDTH ❑ _4ODISTANCE ' SEE TABLE 2, SHEET 2. EXTERIOR FIXED VISIBLE 201 OPT. TOP _ —►j - 'FLANGE 2 I LIGHT WIDTH ILEGBOX EQUAL J FRAME - _ BUCK WIDTH FOR ALL WINDOWS: I ANCHOR @3.55' NOS' SHOWN I FRAME HORIZONTAL SECTION A -A SHOWN 21 FROM END AND AT CENTER. 1) USE ONLY SUBSTRATE -APPROPRIATE 22 FOR WINDOWS EMBED ANCHORS LISTED E 2. FOLLOW EMBEDMENTNT AND ; OVER 3W WIDE: SHEET DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2, SHEET 2. i 48 47 35 SCREWS ®I&ZW FROM ND. INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, • • •' SEE TABLE 2, iDISTANCE L SHEET 2. - •- -FOR-IMNDOWSWffH — 1-/4 BOTTOM LOCKS: 2) MASONRY ANCHORS MAY BE SHIM #10 OR #h2 STEEL 1/4• MAX, ADD ADDITIONAL SELF -DRILLING SHIM SCREWS @ 8.3/8' USED INTO WOOD AS PER TABLE 2. SMS (GS), SEE SHEET 2, ALL WOOD SUCKS LESS THAN 1.12'THICKARE TO BE FROM END. ElTABLE 2, D� CONSIDERED IX INSTALLATIONS. IX SHEET 2.. - WOOD BUCKS ARE OPTIONAL IF - UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK USE EITHER OR GREATER. IX AND 2X BUCKS O LATCH OR (WHEN USED) SHALL BE DESIGNED 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL TESTED UNIT THE STRUCTURE. WOOD BUCK FRAM LEGIBOX LOCATION: 6-618* DESIGN AND INSTALLATION IS THE SHOWN FROM SASH END. RESPONSIBILITY OF THE ENGINEER Q SR WN Q OR ARCHITECT OF RECORD. � - EXTERIOR 66 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION _ n_ INSTALLATION . (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCTRBVISFD OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as complying with the FIB 1/4' MAX SHIM BEADING TO BEADING. Building Code FRAME INTO METAL FRAME INTO METAL A.p=?* i- q � _ Ex mMon Date oN.... YNA( '� Rertsfon ��•'{,ICENgF��' NO ANCHORS NO CHANGES THIS SHEET. REQUIRED IN VISIBLE LIGHT FORMULAS ��?► FLANGE OR _ 7Ij• N0.68708 EQUAL -LEG WIDTH FRAME SILLS @SASH: BUCK WIDTH -DTH. = DBf0H 0e' (aZ FIXED LRE: BUCK WIDTH-4-318' tfilzj•�—,r°�= 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKt 0 O N. VNICE, FL 34276 ENe: Dote: HEIGHT(EQUAL-LITE) �i�t��I''•:20RIDP„•'' ��`� .(841r4B0.1600 BUCK HEIGHT2-3-15116' �,� S+j� ••••• �NG�`� r wa om,T SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ill11111� MTNWSTRfEB,M se�es/lloder Soon: sneer DmmIny No. Rer ' - ALYNNMILLER,P.E. ALLMGM WERaD SH-5400 NTS 3 OF 12 MD-SH5400-01 B aFd. CERT.OFAUTH.l128298 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 l EMBEDMENT ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT FIN INTO 2X WOOD FRAME OR ' BUCK. STRIP. SEE NOTE 2, THIS EDGE DISTANCE ... SHEET. TYP. ANCHOR TYPE, J-CHANNEL • EMBEDMENT AND EDGE t FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 6. - INSTALLATION OPTION 5 - ANCHORED THROUGH FRAME .INTO. ,.,-. - ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR,BUCKSTRIP. SEE INTO 2XWOOD FRAME OR-. NOTE 2, THIS SHEET. BUCKSTRIP, SEE NOTE 2, THIS SHEET: F� EDGE DISTANCE' . . 1/4'MAX SHIM _ 16 1/4' MAX SHIM - _ J-_ SASH VISIBLE 17 18 _ LIGHT WIDTH 44 BALANCE - . _ TYPE VARIES Q EMBEDMENT , - --. 1/4'MAXSHIM - WITH WEIGHT - - D EDGE - WEIGHL 54 3D 1 EMBEDMENT ANCHOR TYPE, pISTANCE DISTANCE R D EDGESUBSTRATE. � 31 a _• DISTANCE PER SUBSTRATE,L_ v(siA..f _ n n 1 � _� SEE TABLE 3, SHEET 2. EXTERIOR 3 EMB ANCHOR TYPE, 18 (NAIL SHOWN) 87 INTE A ' EMBEDMENT AND EDGE �_ .I FD(ED VISIBLE FIN DISTANCE PER SUBSTRATE. FD(ED - 19 201 OPT. SASH TOP - '7L LIGHT WIDTH - FRAME SEE TABLE N SHEET 2 OPT. J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE FRAME - LIGHT l NOTES: SHOWN HEIGHT FOR ALL WINDOWS: BUCK WIDTH 1 ANCHOR @ 3.65' 48 FROM END AND AT 1) USE ONLY 49 21 CENTER. SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4" MAX.! DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS, ANY SHIM MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES. TABLES 2 & 3. SHEET 2. 45 46 47 SCREWS @116-3/8' INSTALLATION OPTION SHOWN MAY- 14 35 FROM END. BE USED ON ANY SIDE OF THE - - _ FOR WINDOWS WITH WINDOW. BUCK - BOTTOM LOCKS: HEIGHT 50 a 18 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE - SCREWS @ 8-31W USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS 85 30 FROM END. THAN1.1/2"THICK ARE TO BE- ,, SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF • LIGHT a UNIT IS INSTALLED DIRECTLY TO USE EITHER HEIGHT SUBSTRATE. WOOD BUCKS . 16 LATCH (SHOWN) DEPICTED AS2XARE 1-12"THICK OR BOTTOM OR GREATER. IX AND 2X SUCKS OPT, 86 85 LOCK (SHEET 3). (WHEN USED) SHALL BE DESIGNED (2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS. LOCATION: 8-5/6° INTERIOR 31 TO THE STRUCTURE WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE NOTCHES AT 80 Q RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS ORARCHITECTOF RECORD. .'> FRAME SHOWN REQUIRED IN FRAME' 7 — F - — — —SILLS 3) VISIBLE LIGHT WIDTH OR HEIGHT It THROUGH FRAME. (ALSO REFERREDTO-ASDAYLIGHT pig OR p12 STEEL {..�. 1/4° MAX• - SELF -DRILLING I SHIM SMS (GS), SEE I TABLES 2 & 3, SHEET 2. I D 1/4' MAX OP NO) IS MEASURED FROM ANCHORED THROUGH INTEGRAL FIN SHIM BEADING TO BEADING. fill INTEGRAL FIN INTO METAL FRAME SHOWN o 27° X 1,25' WEEPHOLE - 38 W/COVER @ 2.87' FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHORTYPE, EDGE DISTANCE WIDTH . EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - _li- @SASH: BUCK WIDTH - 6.12' SEE TABLE 3, SHEET 2. —1 EMBEDMENT @ FIXED LITE: BUCK WIDTH - 4.348" - (SCREWSHOWN) HEIGHT(EQUAL-LITE) INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15116' ANCHORED THROUGH INTEGRAL FIN tNT02X WOOD FRAME OR BUCK- - • -'' - STRIP. SEE NOTE 2, THIS SHEET. - - FIN AND/OR FLANGE REMOVED IN -FIELD . EXTERIOR 1 I LY/V VlGEN9�c' * ; No. 68705 1070 TECHNOLOGY DRIVE %p0 6ATE O I�' • N. VENICE, FL 34276 "LORIDP-.•' �� (94Q480.1600 comw lIIVAL11�1� A. LYN MRLER, P.E.ALLFUGHISREGERVED -P.E.068705 CERT.OFAUTH.p29296 METAL (INTEGRAL FINTLANGE REMOVED) tom: NO CHANGES THIS SHEET. PRODUCT REVISED _ mcoogAyin3with ft Florida 13dc coW=w No 0• 0(0 E,#mtioa Dffickam HANNEL & INTEGRAL FIN FRAMES J ROSOWSKI Date: GLE HUNG WINDOW INSTALLATION - NI 05/15/15 Vim; • ScaL: Sh"t: Dmwing No. I Rer. SH-5400 I NTS 1 4 OF 12 1 MD-SH5400-01 R 314" NOM. I 3/4" NOM. I 3W NOM. 3/4' NOM. ' 1/8" A G 118" T GLASS 3/16" A GLASS 3/16" T GLASS 1/2' AIR 1/2" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1/8' A 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS EXTERIOR a EXTERIOR a EXTERIOR - - 7678 7&78 7&78 GLASS-TYRE-1 6UAS� TYPE- GLASS TYPE 3 GLASS TYPE 4 - 12' NOM.GLASS ' _ -• - 78-79 SITE TYP. , 73 74 31 EXTERIOR 75 - a 35 30 F a F. LASS - SPACE GLASS EXTERIOR 70.7E1 th the F)xkda ``ttlunu////,,� Ac«Mm,oerlo 1 •�69D.oX/�^ ••.•.• r RNO CHANGES THIS SHEET. imlion Date Xw TYP. GLAZING DETAIL No.65705 ��'tV�: 1070 TECHNOLOGY DRIVE N. VENICE, F134276 �O,C'., ATE err ••• ORi011 ' \C>`� GLAZING DETAILS J ROSOWSKI TiVr. SINGLE HUNG WINDOW INSTALLATION - NI Onto: 05/15/15 - _ (� . GLAZING NOTES: - -.. _. - rrr1ONAL elN;\\ GLAZING (041}4 1600 tttttllitjl�` 'r=TEMPERED coprgortosao ��EGIUMEM Sates/Model: Seale: Sheet Draafnp No. Rer. ' A•LYNNMILLER,P.E- SH-5400 NTS 5 OF.12 MD-SH5400-01 B CERT. OFAIFTH. k29208 - - P.Ep 58705 I tam7yp1. 1•4 R.W. L.7.1 III1L am"S..a D-M0Mflfljan t�vow10 S.n Nd010 Rag° DMlpnrfBaNia61wa1'1 Window 9u6Wldth n 24 1 32 36 11801 28 1 SL125 23.5 Etplae 11294 wo -Ino .500 •1000 +wo •109.0 +WD •1w.0 +50A 40H •SOD 42D .%Q A10 11.51T•15s70 no •100.a +W0 •I00.0 *WA 400.0 +WA •1010 .•AO •UO.O .WA -07A .WD 40.0 26 P.DaWi 11bW-11AIM +5o.0 -iWA +SOA -100a +W.O -0WD +60A •10uA 4500 •1004 NOD •100.0 •WA A7.1- . 61niN Pm21w 11277.11Aa2 .600 •100.0 +50D •1000 .WO '100M +60A •10DA X0 40M NOA AMID +%A 41.0 T.OgI 9.317.2525E .0 •100A •50Z .1000 +510 400.0 N0.0 •IW.D 0=0 •100.0 +56A 40.0 •50A •nA 1 .d"CD000. 20.W9.23516 N00 '4WD .WA1 4=0 •+310' .-100.0 .WD •1W.0 •500 •100.0 NOD d0A +500 .75.1 WTI EOLW`- 17AiT.20b5T •50.0 •IW.O +WA •ims .W.O' ••100.0 .500 4=0 N0.0 -I=! N00 deb .60.0 -7a0 GLEI MPlop 14.517.17b/8 •60.0 •1000 +WA •1010 •100 •100A +60.0 .100.0 +600 •1WA +WD d12 +W.O 453 aNmal i1JT7•UD16 NOA •100D NOA •1oa0 .500 •100.0 +WA •100.0 two •iWA +50.0 - ac +50.0 -73.8 TIMM 2Tb93-31.911 N0.0 •Ino- -+60A. -105A 4WD •1W.0 .500 dTA +5a9 d9A NOD !ZF •W.0 iIA cNtnl S178 2BA17•T7b92 N0.0 •t00D +WA •mao .•60.0 '•IWD .WD •100.0 +60A 4W0 4600 4M3 +W.O 81YnvdCWap1 23SIT-26516 NOA -IWD .50.0 •100A .50A 0 .WA •f00.0 N00 •f0a0 N0.0 •T9.0 +wA 40.9 41 2101.211.518 NOA AoOM -1000 - +60. •10" N0A .50D •1000 NOD fRA •703 I.mINM POO/Ia 17b17.20b18 +500 Ana +WA •7ML .%0 •100.0 .WA •t00.0 •50.0 •1WA N0.0 .TBb .WD -T0.1 Wtoln am LI.517. 17110 N0.0 -100.0 +WA -IWA N0.0 •100.0 NSA •1W.0 .WO •t00A NSA -79. .SOD •772 81DIWt Il2n.Ubla N00 •1003 NOD -1000 +SLO -iW.O. +50A -iota +WA -KI Noa -7EA NDA -71A TWMI 1AW-35A7f .0 •1 A .WA -1 0 N00 daB •60A -093 .500 d93 •500 i.A +SOA d01 a1.Nodcatbpl 28.817.31.= N00 •IOOA " •SDA •iWA •WO AW.D •W.0 -iW.O N00 ABA N00 •T3A .WA ffiA E¢aLOB 20617.25b19 N00 -0WD +500 •RI0.0 .Wo. dWA •WA •100.0 +600 432 NOD •itD N0D 478 to aU.W PlO,lln 11.61 -MAI8 .WD 450A +WA •iW.O +Wo •iW.O •WD •t00A NOD 41.1 N0.0 •UA +50A dTA cuttawam 1.b17.17.51e Na0 40OA +50A •f000-'+WO 4=0 fWA 'HAD •no 42A .Wa -M.3 +WD -KI WtwnBW UA17.1.A15 N00 4010 +50A •1000 IWO- 4WD N0D -00.7 .WA ".0 .600 •73A +mb d6B Bb6ai 112n•728U +60.0 •1WD +WD •I/as +no ASK, +WA 43A +W0 d5.7 .500 •T22 +WA .57.3 T•laat 332W•37.535 +50.0 •1WA +WA ffiA +WO 41.3 =Q d22 N0.0 41.9 N0,0 -71.6 +500 40A wcatcotow =Sir-311s7 +500 -IW.O .300 .10" .no -IWA. .ma •1W.0 •50.0 Alb • A -TI-t N0A 4W B Wly 21517.2aEta +=a -105A +wz . -1000 +no -1WA +500 -10D.0 N0a AIs d1b +60.0 -00.t WtOw Im 20b9.9 1 0 •W0A •60A +60.0 •W.0 -1a0.0 +50.0 -91.5 -73.9 •W.0 4e1 �� atatlM GlO.aw 17AV.20518 N00 -1WA +50.0 .IWA +nG •110.0 •WO 400.0 +W0 4" +500 •73.7 N00 d66. COHan am U417.17818 .WA •10GD N00 .iWA .W.O •IW.O +5as 49A +50.0 iA NOD A0.1 •WO d7.1 Dawn so. 12btT-t4btS N0.0 -1WD •wo •iW.0 .no Ali .50A -0lS +WO 407 +Wo 432 .WA 472 a19Mat 1f3n.f2Dle 40o .1w.0 +WA A)A .500 4AT .50A d7A .500 d1A N00 ffiA N00 d/A TWwt 3L617•.1bU *=0 -iWD •50A •672 - •50o •71.2 +no 4" .50b d7.1 N00 d0.1 +WO dal SWOON WIMP 31.517.5Ee0 M0 •iWA +60A iB2 •W.D dta d8.e +WO d8A NOA -012 +WO -06A E@R1Y. 26611-albte Na0 •iWA N00 •1+AA . .0 -10 4e.7 •Sao 467 10 41V NOA m3 M,+ d 21E1T•2EAIa +WA • 00 A AL7 •500 '07s d A NOD d1A NOA 49A N0.0 -07D m culana tDbn•2lam +50o . aWD .Sao de3 Nao . •n,o a4A N0o •TAB NOA d13 Nao mo Wdw81m 17317.2 Ia +5a0 A7.a . 0 -709 .500 dLT d62 .Wo dt .500 mA .Xo Wttm Btr. Ubf7-17Ata d9s -TM- .no +610 dl. F.- N60 d1.0 NOD mA NOA d2A cuww eln 1600•f1Am Na0 d0.t .WO •700 .WO dt0m.0 +Wo -Wbr;-U,'D -0Za NOD -0136hMftt 11.961. 13A1a Nall d17 -.WA d7A +WA dTA d0A •WO -0t.e mD NOD d0DTN WA17-.IM4 N00 D +WA d2A +W.O 71, 635b1T-WIM N0o -1WD +W9 187 +W.0 •77.5 •75.0 N00 •U.1 d0.7 - +60.0 dl1 35b17-a6016 W.V �srA - -4 .SB.D �0.1 •lab •500 -nA i0.0 e60A d7A TO W wam MIT-365U •no -IWD .WA 453 N0o -7.0 Na0 •71.4 •R2 d02 +Ko dtb +500 AI.0 '•WA -nA .WO AaA d33 MO dtb -092 +WA d3.0 Cw at. 20A -22518 .2 -71D O d00 dlA N0.0-0lb SWIM 25A15.2a616 +7a0 d0.0 �.540SaO m.t .60D mD •WO ffiD d1A .WD d0b E0+w01 WAIT•.1.6U .Mo dl.a .500 •7.5 +no d6a .500 -0.13+600 dt.a Wi +woN CUMw Slat .=59-39btS .500 d72 +500 •VIA .WA d00 NOA d6B .nO da9 -53A .WA mA 9LTa IlWdn7 PrtrYa 7111Yt 33+813.35410 •NAM 1150.0 N0.o dl7 -7. +60.0 .WO 67A d7A 4500 +60.0 .57.0 d7.0 +WA NOA 4"•WO -0la .WO 412 d1s N00 .70.0 mA mA +=0 aW.O -"a d00 SEE TABLE 6, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. onERaR SASH a HEIGHT JAMB a 23 SILL 0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENTS SHOWN W FIGURES ABOVE APPLY TO ALL FRAME TYPES 3 .. CONFIGURATIONS) PRODUCTREVISED 65 complying withthe mema Stlildiog CO& r,� _ _ \I.111I Illlli Accepto Mo/ . zlam- iration Dew =D S THIS SHEET,BY <<M NO CHANGE * : NO.68705 � Organ 6y: �: iu, 1o70TECHNOLOGYORIVE DESIGN PRESSURE TABLE J ROSOWSKI �O� .• STATE 0 !(j . N. VENICE, FL 34276 �, S��NA�'EN� 070t7 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 , AURIOMMERM �7j/llll I111\\\ ` pX:. �� SCofe SANK Ormrhg Na Rmv A. LYNN MILLER, P.E SH-5400 NTS 6 OF 12 MD-SH5400-01 B P.E.9611706 CERT.OFAUTH.02=6 0■ .�q0.. 2.4 sew. L.... a Baml anh D,.4epuwezy" Rw17®WMm "dw enwm 9mn Rd" Rmw Onl Deelpn Pt6uure (bDlft7) Wlnd6w elek Width f0 to 24 a 501 40 46 1 Sim ue Eowuu II.39m W.D •130.0 +630 +65.0 4= 4630 -IWA .aso -130D W.o -Imo +6fl0 •imo sl.mwd wnm I4DIT-16970 +630 .,ma •uA + A -1m.0 WA •1m.0 +030 -Imo W.o •12r.0 +63D -It60 26 Etlm itAm-14516 .sa0 -IXO +060.eao a30D .630 -1m.o .aflo .Imo +ee.o -tma WA •tmA a1mi10 Pivdn. 11AT7•I1562 4630 430b +65.0 .65.0 43DD 465.0 -fm.0 +no •1mA W.0 -im.0 469.0 •123A TIMI MAII.25295 •8!D •ImD +030 WA -1m0 ,660 -13DA #00 •13" W.0 �-IMA 4630 •113.0 ' 6UM.Ncwio Deb-23519 WO -7mD WA I a •1mA W.0 •1 .0 +iwo -Iwm W.0 •f246 A 412.3 37.3TB Ey11il. 47517•2"57 465A MA 79fl0 .630 •1MD- 46fl0 -1300 4960 -two .afl0 -1212 +65.0 40U 6twCu0 Pte4.w 14.517.17.516 MSo •1mA W.0 +630 T3 +630 .1mA .60.0 -imD W.0 •1222 +m.0 •11m2 S1wde31 i12T-11.618 .61A -two 4fA0 +65A -IWZ 460➢ 430.0 4630 •130.0 •63➢ -IWO W.0 40TA .Im.l 27553. 31.911 +61A 4=0 • 0 •130➢ .630 -121.0 0 -i11.0 min 40.0 W.0 4im 26d17.27dm + A •1m0 WA 4 Q 4= + A -fm.0 4MO 430D .630 416.3 ,060 -103A 6Wtl0tlfAdf.9. 27.617.26A10 486.0 •130A +652 -MO 40A -tin➢ +68.0 -1m.0 +630 •Imo +530 -time WA E92 Y EWYb 20D1 -m615 465A -130 -0.0 •im0 -MO -Im➢ .e6.a •1m.0 .Gao •1m0 ; 0 •foal WA Wi Btw�N Ptwtw' 11.117-mdlB W.0 •180D •61A AMA +060 •1mD .630 •1m0 .q0 •1m0 4840 •t0a9 •09D 4T65 Wtomafu 14.611-.116 •86.0 -12 •65.0 •im.0 .m.0 430D W.0 -1m.0 .530 •IW.0 WA •111.3 +B30 49.7 ate t 112T7.14.515 +5fl0 •imA) W.0 -1m.0 WA 4=0 +55.0 -1m.0 W1.0 -130A 465.0 •7136 48fl0 •101.7 TRri 3150-J5A11 W.D -1m.0 W.0 •im0 W.0 -1272 •EOD 79.1 .630 -11fl0 4680 b9.0 WD 4A.0 SW td WIW 28.517. 31582 .95.0' -1m.0 .55A 4m0 -TWo •Imo WA -Imo .no •Imp •66A -161.3 •660 412.1 20AII.2&51! .eio -it" .no -+3m0 +uA •13o.o W0 •139.0 +ado •1m0 .95A •Im2 .660 A5 o 17A17.2o510 W.0 •1m.o WD •13a0 4W.o nmA +M0 -fmo .ee.0 •130A .65D •tub WA 4a1 W. M,17.17Ai/ .65.0 •IVA 465A •13mo 4 A .130.0 W.0 •1mA •660 430.0 4930 -1 BWA 45.3 trA 12517. I4016 4WA 4SU 405.0 AWA +mA •13" 455A •13m0 .660 •two 403.0 •11m9630 d6A t1277.I2Ate ,5A •im.0 +e5A •ImA +no •Im0 .65.0 -1m0 W50 •13" 403.0 4K8 W.0 •10f5 EEqMN.. m209.37.em 46fl0 •1m0 .00.9 •/m0 .660 418D 4115A 416.1• . 0 •114.7 465.0 .09.0 469.o 43.0 t109.26A1]-1i207 .630 •7000 WD •1m0 W.0 •tm0 465A •1m0 a630 -1m0 WD E9.6 W0 ae.eb 23av-m.616 .ws.o •tmo •6s.o nm.o .mA .1mo •63.0 -Im.0 .sb0 -tme .u.o -Io1D .u.o 41.1 m 20 17.m616 .99.0 -1mo.oe.a -IM.o . A -13" .u.0 4200 .u.0 430A +uA 4noo .eio 41.2 06.w IIJIT.2D5I1 .e6.o .130A 465A -Im.o W.o -lino 1'A .u.0 •tm0 +05A -Imo W.6 4032 WA 4¢I 00 M5I7-n Ie . A -tmo . mo 46s.0 430.0 o 4w.0 WA - 9a4 , lA 43 V. Wlwn6m. I25n-f.51e .630 •Imo .930 •tm.0 .uA •IWA WA •.12¢l .eio •flu W.o •10ae 4MO • aMh.i ttdn•IIAte W.9 •ImD .63.0 •1mo .6ao •i242 4uA •121.e +wo a21a .esD •1132 +9sA -I=4 1Ww.t m417.414" 1.65.0 -two .0.0 •115.5 .®A 49.7 WA aS.D "&a 43A W.0 42.7 W.0 Wf m.ndmOc o,,p 31AI7-36618 40.0 •7m0 WA •1360 . A 423.6 1.66.0 -1 1.2 1 465.0 -121.0 40.0 -09A 4650 a9d fiq 2SAI7.3151e 466v 4= WA -two 40.0 •13oA I . Q 4m0 .630 419D WA m2 465A •75A slm®m m -23A1e +60.0 -IXQ WA -two WA •122.9 1 496.0 • m4 4u.o _I2m2_ _ •o_ _9L6_ .D_ a1 ---02- WSvntOm' 17.23610 4rd.0 4WA 4a3A •InT 465.0 407.9 .65A -INN • 0 •Mii WD 43A .efl0 a2A taemm eln ttm1•m 1e W.a -1m.o • •I11.9 .660 1 +0.0 4Zi a0.9 WA a65 .630 a4. cumin sl:. 14At7•vata .es,a a2o.4 WA a0¢z 469.0 -0fl7 .es.0 -A .aao •i9A WA •702 W.o a¢x Wtwn aiaa Iaa7•n.ete W.o •tine • A 460 .e6o aae •aso •7B2 .160 -rba W.o •nA .eao •73A shows it664-I301B .es.o -117.1 46fl0 a4D .mo -7aa .0510 -75A 65A •125 W.0 -7u .63.0P-732 TfI1t MI -41 0 •imA •60.0 -1 .630 d 7 485.0 a5A 439 •6l.0 D .63.0 Du4tm,aW 36817.39A19 460A 4"A •45.0 •1242 W.0 -10M .0.0 405A _mA .eio -10a1 .96o 442 .0.0 Et1Wi 35p17.3fl010 .Bl,O •1300 4W.0 •124.6 -WA •11at WA 4®.9 W.0 •1W.0 WA -04A .W.O 7B d9Wat. M617.33.5I5 .0.0 430.0 403.0 •110.5 +MA •Ino �163A .99.9 .630 49,3 .BOA -642 .8fl0mA17-3351a 461A. •130.0 403D -IOU W➢ 42e 4960 -06.7 .mo •460 WA W2 WEWmmetn 2551T•29.911 W.0 •122,i .uA a9A .63A 41D 4 A .70.7 .630 -766 .uo a4D -.6s0m.6111.0516 4fi6.0 -119.1 46fl0 - a5 -E&O I.0 •77.1 •B60 -T42 .65.0 -7.9 WAE0u1+0. 3UIT-415M +MO •two W9•10a5 W.o 4xeWA a67 .13D 46.3 WA -0tAe4 "1- •35,617•M.616 .e5D AM! +03.0 -0,3 W.0 a39 .ea0 -7D.1 -A aa9 W.o.uA WAfOAv:,wrme.w 3351a-35Ate .eio •117.1 .U'A 4.A W.o -me W.0 -75A 4 0 -W +63.0 a0A .es.0 D1.le Tint •HA14 4660 -i17.1 .BSD a1A W.0 -79A +63D •76A I fo I nA 1 WD 1 -RO I WA Ia0A b= IM'_ 11 ...... ti rvn7aa. "' v..w� ry.� wry.,,. - - •• MIN. SASH HEIGHT= WINDOW BUCK HEIGHT • 50.136 I - NOTES: _ 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK, SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTDIMENSION SHOWN ON THE TABLE. - �I u -- - -- HEADER .. O MEETINGRAIL 23 27 0 O O t� 23 FXrEROR SASH EXT01OR <73 HEIGHT b -JAMB 23 - SILL: o SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES , ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS . • ' PRODU'CTREVISM .. as oeDlptyiRgw[t9t6a@ tiiiti11777No l -IwD-CIA NLYNAI %3cENSF!l�'% Rev/sfonrat° NO. CHANGES THIS SHEET. ¢e By " Qa• •,'p Mimi ado?mdmt * ; No. 587D5 , D-a Dram W. �u; IMTECHNaocrDRIvE DES N PRESSURE TABLE ROSOWSKI N. VENICE, FL 34275 (841}480.1800 n - Date: /"4ORtOP.NG`Z�� ONAL SSPr�3„Tom17 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 \� ' IIIIII III1T� Wa+T Ser7p/Nodeh S0A(e: Shot' 'Mr) Na Rev.• A. LYNNMILLER, P.E. ____ __........ SH-5400 NTS 7 OF 12 MD-SH5400-01 B 3.500• - -4-- .o62• 1.483' 7n, EAD/JAMB FRAME 1375• L I JLHANNEL 375' O FRAME SILL -- 2.'444': I ' f .625" OFLANGE FRAME HEAD/JAMB 3A83• ow �O 2A44' OFLANGE 1 FRAMESILL. 1.872• -�-I 1.641• +� 1215' ohs - 1.830• .ow ,.375" c 0 I 1 .874" .120•31° I+-- 1.00111►- .035 14 NEED RAIL +8 SASH RAIL 1T BALANCE 3.500• 3.500' --sir-- .062" ��••� .062• if �d �pd • 1A83' a - 1.463• C� O FIN FRAME O EQUAL LEG FRAME 137s HEADNAMB HEADNAMB L - 3A83• �{ - oi+— .06r 3A83' 2.444' - 2.444' OOD o OFIN FRAME O EQUAL LEG 7' SILL- y _8 FRAME SILL 1 . .070• �--�. I�l .715' OLIGHT SASH REINFORCEMENT .781° 6' vl—L 1.041• 1.331' f — JL +30• ---� '1.340• �-- STANDARD 28 MEETING RAIL REINFORCEMENT HD MEETING RAIL 27 REINFORCEMENT 1376' r 1 2.100• 2.176' _1A72' 1.565 a7r r ass• 07" o• �J .oso• 5eo• ow .070.. J U RAIL BEVELED 18 SCSREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK K� O NTERLOCKCOVER �. �aNV LYMN�,� - W4° .301' •316' {� 300' �IL� �. �:.. NSF , "`G'- NO CHANGES THIS SHEET. ��, " — -- .7, I I.750' N0.6B705 ' �J *: : *= Dram By: 635" —- 025' — _ p �� 107DTECHNOLOGYDRNE WINDOW EXTRUSIONS J ROSOWSKI ROLLED O O EXTRUDE O D �1�j 21 I �[l � N. VENICE. FL34275 73 10 BEAD 80 SCREEN FRAME SCREEN FRAME Tilte: Dalo: .,�F • �OR1DP,.•' ��; (941)460•+600 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 -- iSS/ GC1G.� coarr>lexroson �iHffO RE6ERvm serlee/Alodak Srob: Sneed uDrantny No. Rer. . A. LYNN III.i_rs re SH-5400 NTS 10 OF 12 MD-SH5400-01 B a.Essews CERT. OF AUTH. #29290 Bill of Material # Part # Description Material 1 0 S ogle Hung rams ea am - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 62DI05 SWDH Frame Sill -J-Channel PVC 6 620108 SWDH Frame Sill -.Flange PVC 7 620107 SWDH Frame Sill - Fin PVC 0108 SH/DH Frame SIII - Equal Leg/Box PVC 0131 Fixed Meeting Rail PVC 0129 Sash Rail (Sides, Top & Bottom) PVC 20134 Balance Cover PVC T220 Sash S1oplScrew Corer PVC 1133 156 Pull Rail Interlock 6005 T5 Al 144 Pull Rail Interlock Cove PVC 20157 Beveled Interlock 6005 T5 AI 20145 Beveled Interlock Cover PVC 20150 ILIght Sash Reinforcement 6063 T6 AI 26 e20153 Istanciard Meeting Rail Reinforcement 6005 T5 Al 27 620164 1 HD Meeting Rail Reinforcement 6005 T5 At 30 61644 Weatherstrip,•.187" x .270' Fin Pile 31 6Q300 Weatherstrip, .190" x .300' Foam Bulb Flex PVC 32 61719 Weatherstrip, .187' x .220' PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x 1' Ph. PH BOB (Interlock Mounting Screw -36 -78X3THPX #8 x 3' Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 #8 x 3/4' Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 7ax114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Scr 410 SS Part # Description Material 76 Kommeriing 4SG TIPS Spacer System See this Sheet tar Materials 77 Quanex Super Spacer nXT with Hot Melt Butyl - 78 Quanex Duraseal Spacer 79 Cardinal XL Edge Spacer Bill of Material, corn. # Part # Description Material 45 720 97 Auto ack Methenlsm Ste - 46 720198&9 Sweep Lack Cast Zinc 47 720195116 Auto Leek Corer Assembly CaMM= 48 76X1180P7X #6 x 14/8" Ph. FH BOB (Auto and Sweep Lack Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 60 78X34PPA #B x 3/4'• PH. PH SOS (Keeper Screw)' SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 42D182 UR Pull Rail Tilt Latch Comer Key PVC 63 7634PHFL 98 x 3/4' Ph. FH BOB (Comer Key Screw) SS 64 420183 Tdt Latch PVC 66 420184 Tilt Latch Retainer PVC 66 720207 1"Tilt Latch Spring SS 57 420188 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal'lllt Latch Finger Pull Cast 21nc 69 42D180., Phot Bar Comer Key PVC 60 720206 Phot Bar SS —an 63 720191 Sash Pull Handle Cast a 64 720194 Sash Pull Handle With Latch Assembly Cast 7Jnc 65 7834FPT #8 x 314" Ph. FH SOS (Pull Handle Screw) SS ' 66 420188 Bottom Latch Strike Plate Cost 21nc 67 78588 #8x SW Ph. FH SMS Stoke Plate Screw SS 73, 720136 II.G. Bead PVC 74 8ackbedding, GE 7700 or Dow 791 'Silicone 16_ 60 _7i846N-r 61012 Settktg Block-(7/W--x l" x-1/8"),-86+/= 6-duro. lExtruded Screen Frame —EPDM— Alum 81 61011 Roll -Famed Screen Frame Alum 62 7CKGLB21 Screen Caner Key for Extruded Frame PVC 83 47042 Screen Comer Key with Pull Ring PVC 64 47041 Screen Coma Key without Pull Ring PVC 85. 7CASPM Toulon Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61835/81614 .140' Screen Spline (Machine/Hand Roiled Vinyl - ncrcrtcrv�,c iwt ncrvnt�:nwngamwww,v . NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) rTEMS # 9-13,15, 24, 25, 28, 29, 34, 39, 61, 62, & M72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE HOT -MELT BUTYL STRUCTURAL' STRUCTURAL SILICONE 3/16' NOM. POLYISOBUTYLENE 1/4'NOM. FOAM WITH DESICCANT WITH DESICCANT EXT. GLASS - EXT. GLASS IM. GLASS INT. GLASS 7e aKODISPACE SUPER 4SG TPS SPACERU NXTTm ALUMINUM REINFORCEMENT pOLYISO• DESICCANT FILL AREA BUTYLENE 5/16" NOM. 5/16" NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL•FORMED FOAM - STAINLESS STEEL EXT. GLASS EXT. GLASS DURASEAL® 79 XL EDGETm 7e SPACER - SPACER ' PRODUCT REVISED as cwplylas with the Flarida t 1 1 i 11 / 9WId¢Gcaa= 1 3fl.U¢ Ern *ftACa�a - Ly CEN$F M�� : R�vL9rara NO CHANGES THIS SHEET. ay Wagx Prodad No.5B706*� � 070TECC TECHNOLOGYwE /7Zr- BILL OF MATERIAL (BOM) erDe7r BI- J ROSOWSKI '���:CS'•.�LORIDp.•••G�C�`• N. (9N}480,1600 OMe SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 kPLLRtt 0.1iFSEWIED sarraa/f/odd. Scale: sna.r: 0rowiag Nor Ear. A. LYNNMII E P. --- I SH-5400 NTS 1 11 OF 12 1 MD-SH5400-01 I B '- 14 CS O . _ TBP 41-' 67 66 5 \ - -- _. -FRAME ASSEMBLY' - DETAILS EXTERIOR `•�•\`,.. NOTES: � � _ � ". � .- = � .... _ 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ' 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & S. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. .• OPT.SWEEPLOCK OPT. AUTO LOCK 47 ' 57 OR 58 51 OR 48 45 85 - O 55 , OPT.PULLRAIL ' 18 INTERLOCK& I . _ 22 - i 82 ORS OVER I 66 O _ __ 87 _ o , Q 88 O •.�� I T 36 MITERED FRAME WITH 21 INTERLOCK �� INTERIOR AND EXTERIOR i6 o &COVER ' FRAME WELDS 54 53 80 OR 81 SCREEN • I•-. 61 OPT, PULL HANDLE ASSEMBLY _ . _"- - - 64 WITH LATCH DETAILS: . CONSTANT FORCE ` BALANCE', . .OR ��.,,\- ` `••� , . �l65 18 'OOR 83 �% :� OPT. PULL 42 43 SPIRALBALANCE- -, HANDLE 63 16 MITERED FRAME WITH • INTERIOR AND EXTERIOR FRAME WELDS ASSEMBL:Y=� . - -DETAILS EXTERIOR 53 y W 59 ,CODUCTREVIS£D Building1"Co�dwiih6rFfaidn ..�.-•� A=ptCn00 No LYNN '''. _..�� pN,....... �.���'' •' gcEnsF HIS SHEET RNO CHANGES -THIS I�pimtwaDaN By MI„„I NO. 88705 �m7D _ ' '• � � .� -TEcHNotoDYDRm, EXPLODED ASSEMBLY Drum J ey: ROSOWSKI _ Z •.: -.. ATE _ F - ,% ((� : /!�<ORIDP.•G��; N. VENICE, FL 34275: �41}980��17 . SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 - �7r 0 E 1�� _ _ a1TwW3rn®,nVO. �wQHBP� D Serfea/Alodel: Srofa: SheOt: Droning Na Ran. •B 1N1AL. A. LWt ULLER+PP. SH-5400 • NTS 12 0E 12 MD-SH5400=01 P ea 55705 _ - CERT. OF Am M292S8 _ _ _. -